Strengthening of fatigue cracks in steel bridges by means of adhesively bonded steel patches-Reference-Cited by-同舟云学术

Strengthening of fatigue cracks in steel bridges by means of adhesively bonded steel patches

Published:2021-11-30 Issue: Volume: Page:1-27
ISSN:0021-8464
Container-title:The Journal of Adhesion
language:en
Short-container-title:The Journal of Adhesion

Author:

Abeln Björn¹^ORCID,Gessler Achim¹,Stammen Elisabeth²,Ilg Florian³,Feldmann Markus¹,Dilger Klaus²,Schuler Christian³

Affiliation:

1. Institute of Steel Construction, RWTH Aachen University, Aachen, Germany

2. Institute of Joining and Welding, Technische Universität Braunschweig, Braunschweig, Germany

3. Institute for Material and Building Research, Hochschule München University of Applied Sciences, Munich, Germany

Funder

Bundesministerium für Wirtschaft und Energie

Publisher

Informa UK Limited

Subject

Materials Chemistry,Surfaces, Coatings and Films,Surfaces and Interfaces,Mechanics of Materials,General Chemistry

Link

https://www.tandfonline.com/doi/pdf/10.1080/00218464.2021.2006059

Reference51 articles.

1. Paschen, M.; Hensen, W.; Hamme, M. Repair Methods and Safeguarding Measures for the Bridge over the Rhine near Leverkusen and Duisburg-Neuenkamp – A First Report (Part 1)- Stahlbau 2017, 86, 603–618. DOI: 10.1002/stab.201710513.

2. Federal Highway Research Institute (BASt). Bridges of the Federal Highways Percentage of Partial Structures and Bridge Areas in the Federal States. http://web.archive.org/web/20200810080353/https://www.bast.de/BASt_2017/DE/Statistik/Bruecken/Brueckenstatistik.pdf?__blob=publicationFile&v=10 (accessed August 10, 2020).

3. Verstärkung von ermüdungsbeanspruchten Stahlbauteilen mit aufgeklebten CFK- Lamellen – Teil 1: Grundlagen und Materialien/Reinforcement of Fatigue Damaged Steel Structures Using Adhesively Bonded CFRP Lamellas – Part 1: Basics and Materials

4. Verstärkung von ermüdungsbeanspruchten Stahlbauteilen mit aufgeklebten CFK-Lamellen – Teil 2: Experimentelle Rissfortschrittsuntersuchungen/Reinforcement of Fatigue Damaged Steel Structures Using CFRP Lamellas – Part 2: Experimental Crack Propagation Studies

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